SC-Coppell MSW-LR001006FUGRO SOUTH, INC. ~
2880 Virgo Lane: Dallas. Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 26, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093081 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 41 PLANT/TRUCK: 7 / 1042
CONCRETE TEMP. (°F) (ASTM C-1064): 62 MIX ID NUMBER:
TIME BATCHED: 5:38 AIR (%) (ASTM C.231): 4.5
TIME SAMPLED: 6:05 WATER ADDED (gal): 10
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0
LOCATION OF PLACEMENT: Firelane, south side, station 1+41
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CMW 25 7 10-03-00 80100 2830 3000/28 days
CMW 26 28 10-24-00
CMW 27 28 10-24-00
CMW 28 Hold
Fracture mode is (A) un~ess o:he~-~vise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~'J ~ ['--}
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ~7._./ ............
SMH/bg
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis-""
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 26, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7093089 CONCRETE SUPPLIER: Latttimore
AMBIENT TEMP. (°F): 45 PLANT/TRUCK: 7 / 1042
CONCRETE TEMP. (°F) (ASTM C-1064): 68 MIX ID NUMBER:
TIME BATCHED: 6:40 AIR (%) (ASTM C-231): 4.2
TIME SAMPLED: 7:05 WATER ADDED (gal): 5.0
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.25
LOCATION OF PLACEMENT: Firelane, north side, station 0+73
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CMW 29 7 10-03-00 70000 2480 3000/28 days
CMW 30 28 10-24-00
CMW 31 28 10-24-00
CMW 32 Hold
Fracture mode is (A) un~ess ott~erwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ [~-~ ~ [-~
Cudng: Methods: ASTM C-39 Fracture: AE.~ Y",l VI L_JB C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ~
SMH/bg
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis,~
Coppeil lSD - Mickey Harper
SHW Coup - Mike Elmore
SHW Coup - Joe Craddock